{"text_format":"3","workbook":"xlsx","n_sheets":3,"sheets":["General.","Road","Summary"],"not_rendered":{"defined_names":3},"read":"whole","date_system":"1900"}

{"sheet":"General.","index":0,"n_rows":212,"n_cols":6,"rows_kept":212,"merged":[[3,0,3,5],[71,0,71,4],[87,0,87,4],[153,0,153,4],[179,0,179,4],[189,0,189,4],[211,0,211,4]]}
["UMDONI LOCAL MUNICIPALITY"]
["Upgrade of Emaromeni Access Road (Ward 14) from Gravel to Asphalt Surface"]
["Contract № "]
["SECTION 1 : FIXED CHARGE AND VALUE RELATED ITEMS"]
["Item","Description","Unit","QTY","Rate","Amount R"]
["C1.0","GENERAL"]
[]
["C1.2","GENERAL REQUIREMENTS AND PROVISIONS"]
[]
["C1.2.3.11","Other road maintenance work ordered by the Engineer","Prov Sum",{"v":1,"d":"1.00"},{"v":10000,"d":"10,000.00"},{"$f":"D10*E10","v":{"v":10000,"d":"R10,000.00"}}]
[]
["C1.2.3.12","Handling cost, profit and all other charges in respect of item C1.2.3.11","%",{"v":5,"d":"5.00"},{"v":10000,"d":"R10,000.00"},{"$f":"D12%*E12","v":{"v":500,"d":"R500.00"}}]
[]
["C1.2.5","Safety:"]
[]
["C1.2.5.1","Health and safety plan","Lump Sum",1,{"v":15000,"d":"15,000.00"},{"$f":"D16*E16","v":{"v":15000,"d":"R15,000.00"}}]
[]
["C1.2.5.2","Implementation of health and safety plan","month",{"v":8,"d":"8.00"},null,{"$f":"D18*E18","v":0}]
[]
[null,"Audit ordered by Engineers for Health and Safety","Prov Sum",{"v":1,"d":"1.00"},{"$f":"6000*8","v":{"v":48000,"d":"48,000.00"}},{"$f":"D20*E20","v":{"v":48000,"d":"R48,000.00"}}]
[]
["C1.2.1","Environmental Management"]
[]
["C1.2.1.1","Monitoring of compliance with and reporting on the EMP","month",8,null,{"$f":"D24*E24","v":0}]
[]
["C1.2.1.2","Audit ordered by Engineers for Environmental ","Prov Sum",1,{"$f":"8000*8","v":{"v":64000,"d":"64,000.00"}},{"$f":"D26*E26","v":{"v":64000,"d":"R64,000.00"}}]
[]
["C1.2.8","Dayworks"]
[]
["C1.2.8.1","Personnel"]
[]
[null,"(a) Unskilled labour","h",350]
[]
[null,"(b) Semi-skilled labour","h",150]
[]
[null,"(c) Skilled labour","h",100]
[]
[null,"(d) Gang leader","h",25]
[]
[null,"(e) Foreman","h",50]
[]
["C1.2.8.2","Construction Equipment"]
[]
[null,"(a) Grader (CAT 140G or similar approved)","h",450]
[]
[null,"(b) Vibratory Roller (Bomag 212 or similar approved)","h",350]
[]
[null,"(c) Pneumatic Roller (Bomag BW 90 or similar approved)","h",250]
[]
[null,"(e) Backhoe TLB type (CAT 428 or equivalent)","h",200]
[]
[null,"(f) Excavator","h",400]
[]
[null,"(g) Compressor","h",375]
[]
[null,"(l) Water truck (5000 litres)","h",100]
[]
[null,"(i) Tipper truck, 6.0m3","h",200]
[]
["C1.2.8.4","Materials"]
[]
[null,"(a) Procurement of materials","P C Sum",1,{"v":20000,"d":"20,000.00"},{"$f":"D62*E62","v":{"v":20000,"d":"R20,000.00"}}]
[]
[null,"(b) Contractors handling cost, profit and all other charges in respect of subitem C1.2.8.4(a)","%",2.5,{"$f":"F62","v":{"v":20000,"d":"20,000.00"}}]
[]
["C1.2.10","Compensation for Community Liaison Officer"]
[]
[null,"(a) Provisional sum for the payment of the Community Liaison Officer","Month",8,{"v":7200,"d":"7,200.00"},{"$f":"D68*E68","v":{"v":57600,"d":"R57,600.00"}}]
[]
[null,"(b) Handling cost and profit in respect of B12.03(a) above","%",5,{"$f":"F68","v":{"v":57600,"d":"57,600.00"}}]
[]
[" Total Carried Forward To Summary"]
[]
["C1.3","CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS"]
[]
["C1.3.1","Contractor's general obligations:"]
[]
["C1.3.1.1","(a) Fixed obligations","L Sum",1,{"v":100000,"d":"100,000.00"},{"$f":"D78*E78","v":{"v":100000,"d":"R100,000.00"}}]
[]
["C1.3.1.2","(b) Value-related obligations","L Sum",1,{"v":75000,"d":"75,000.00"},{"$f":"D80*E80","v":{"v":75000,"d":"R75,000.00"}}]
[]
["C1.3.1.3","(c) Time-related obligations","Month",8]
[]
["C1.3.2","Contract sign boards","No",2]
[]
["PSC1.3.3","Provision of As Built Survey ","Prov Sum",1,{"v":25000,"d":"25,000.00"},{"$f":"D86*E86","v":{"v":25000,"d":"R25,000.00"}}]
[]
[" Total Carried Forward To Summary"]
[]
["C1.4","FACILITIES FOR THE ENGINEER"]
[]
["C1.4.1","Site Accommodation"]
[]
["C1.4.1.1","Offices and conference room","m²",20]
[]
["C1.4.1.6","Car ports","No",2]
[]
["C1.4.1.7","Ablution unit (VIP flushing)","No",2]
[]
["C1.4.2","Items measured by area"]
[]
["C1.4.2.9","White boards","m²",2.5]
[]
["C1.4.2.11","Galvanised wire mesh storeroom gate with a padlock","m²",0]
[]
["C1.4.3","Items measured by number"]
[]
["C1.4.3.1","Office swivel chair","No",1]
[]
["C1.4.3.2","Office chair (plastic)","No",5]
[]
["C1.4.3.3","Office desk with 3 drawers (at least onelockable drawer)","No",1]
[]
["C1.4.3.8","Conference table","No",1]
[]
["C1.4.3.11","General purpose steel cabinet with shelves","No",1]
[]
["C1.4.3.13","220/250-volt power outlet plug point","No",3]
[]
["C1.4.3.15","Single 1 500 mm, 58-watt fluorescent tube ceiling light","No",3]
[]
["C1.4.3.23","Fire extinguisher 9,0 kg, dry powder type","No",2]
[]
["C1.4.3.24","Air-conditioning unit","No",1]
[]
["C1.4.3.28","UPS / Voltage stabiliser","No",2]
[]
["C1.4.3.29","A3 / A4 colour printer, copier, scanner","No",1]
[]
["C1.4.3.30","A4 colour printer, copier, scanner","No",0]
[]
["C1.4.3.31","Rain gauge","No",1]
[]
["C1.4.3.36","Measuring wheel","No",1]
[]
["C1.4.3.37","First aid kit","No",1]
[]
["C1.4.4","Prime cost items"]
[]
["C1.4.4.5","The provision of server, internet connectivity and WIFI data for Engineer's site staff","P/Sum",1]
[]
["C1.4.4.6","Handling cost and profit in respect of item C1.4.4.5","%",2.5]
[]
["C1.4.5","Services at site offices, laboratories and site accommodation"]
[]
["C1.4.5.1","Fixed costs","L/Sum",1]
[]
["C1.4.5.2","Running costs","Month",8]
[]
["C1.4.6","Office Staff"]
[]
["C1.4.6.2","Technical assistant (ARE)","Month",8,{"v":12500,"d":"12,500.00"},{"$f":"D152*E152","v":{"v":100000,"d":"R100,000.00"}}]
[]
[" Total Carried Forward To Summary"]
[]
["C1.5","ACCOMMODATION OF TRAFFIC"]
[]
["C1.5.2","Accommodation of vehicular traffic","month",8]
[]
["C1.5.11","Provision of safety equipment for visitors"]
[]
[null,"(a) Rotating amber flashing lights magnetically attached to vehicles","No",5]
[]
["C1.5.11.1","Provision of reflective safety vests for visitors","No",10]
[]
["C1.5.11.2","Provision of hard hats for visitors","No",5]
[]
["C1.5.7","Temporary traffic control facilities:"]
[]
["C1.5.7.1","Delineators including mounting bases and ballast:"]
[]
["C1.5.7.1 (a)","Single sided, reversible left or right (size indicated)","No",50]
[]
["C1.5.7.1 (b)","Double sided, reversible left or right (size indicated)","No",50]
[]
["C1.5.7.2","Traffic cones, minimum height 750 mm","No",20]
[]
["C1.5.7.3","Flagmen","man-shift",1300]
[]
[" Total Carried Forward To Summary"]
[]
["C2.0","SERVICES"]
[]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
[]
["C2.1.1","Location, identification, protection and relocation of existing services:"]
[]
["C2.1.1.4","Permanent services relocation or protection work by the Contractor","Prov Sum",1,{"v":325000,"d":"325,000.00"},{"$f":"D188*E188","v":{"v":325000,"d":"R325,000.00"}}]
[]
[" Total Carried Forward To Summary"]
[]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP"]
[]
["C20.1.2","Special tests requested by the Engineer"]
[]
["C20.1.2.2","Employer’s contribution to other special tests"]
[]
[null,"(a)Specify test","PC Sum",1,{"v":20000,"d":"20,000.00"},{"$f":"D198*E198","v":{"v":20000,"d":"R20,000.00"}}]
[]
[null,"(a.i)Handling costs and profit in respect of item C20.1.2.2(a)","%",5,{"$f":"F198","v":{"v":20000,"d":"20,000.00"}}]
[]
[null,"i) Acceptance testing","Prov Sum ",1,{"v":50000,"d":"50,000.00"},{"$f":"D202*E202","v":{"v":50000,"d":"R50,000.00"}}]
[]
["C20.1.3","Providing testing equipment"]
[]
[null,"(c) Straight edge – 3m long","No",1]
[]
[null,"(e) Electronic minimum and maximum thermometer"," No",1]
[]
["PSC20.1.4","Quality Control Testing of materials by the Contractor ","Sum",1,{"v":50000,"d":"50,000.00"},{"$f":"D210*E210","v":{"v":50000,"d":"R50,000.00"}}]
[]
[" Total Carried Forward To Summary"]

{"sheet":"Road","index":1,"n_rows":675,"n_cols":6,"rows_kept":675,"merged":[[3,0,3,5],[39,0,39,4],[49,0,49,4],[63,0,63,4],[81,0,81,4],[151,0,151,4],[239,0,239,4],[331,0,331,4],[351,0,351,4],[385,0,385,4],[407,0,407,4],[425,0,425,4],[437,0,437,4],[457,0,457,4],[473,0,473,4],[501,0,501,4],[515,0,515,4],[541,0,541,4],[563,0,563,4],[577,0,577,4],[612,0,612,4],[650,0,650,4],[666,0,666,4],[674,0,674,4]]}
["UMDONI LOCAL MUNICIPALITY"]
["Upgrade of Emaromeni Access Road (Ward 14) from Gravel to Asphalt Surface"]
["Contract № "]
["SECTION 3: EMAROMENI ACCESS ROAD"]
["Item","Description","Unit","QTY","Rate","Amount R"]
["C1.0","GENERAL"]
[]
["C1.6","CLEARING AND GRUBBING"]
[]
["C1.6.1","Clearing:"]
[]
["C1.6.1.1","Clearing with machines and some hand labour where necessary","ha",{"$f":"1.25+0.25","v":1.5}]
[]
["C1.6.2","Grubbing:"]
[]
["C1.6.2.1","Grubbing with machines and some hand labour where necessary","ha",{"$f":"1.25+0.25","v":1.5}]
[]
["C1.6.3","Removal and grubbing of large trees and tree stumps:"]
[]
["C1.6.3.1","Girth equal to or exceeding 1,0 m up to and including 2,0 m","No",{"$f":"3","v":3}]
[]
[null,"i) Removal of shrubs and bushes ","m",200]
[]
["C1.6.4","Removal of buildings and structures"]
[]
[null,"i. Break out concrete surfacing on driveway and reinstate","Lump Sum",1,{"v":3000,"d":"3,000.00"},{"$f":"E26*D26","v":{"v":3000,"d":"3,000.00"}}]
[]
[null,"ii. Demolish existing culvert headwalls (230mm thick) and remove from site","No",5]
[]
[null,"iii. Dismantle, store and reinstall existing bus shelter","No",1]
[]
[null,"iv. Remove existing DoT Road Marker ","No",1]
[]
["C1.6.9","Conservation of topsoil:"]
[]
["C1.6.9.1","Stockpiling topsoil","m³",{"$f":"850+50","v":900}]
[]
[null,"Removal of Topsoil 150mm depth","m³",{"$f":"850+50","v":900}]
[]
[" Total Carried Forward To Summary"]
[]
["C1.7","LOADING AND HAULING"]
[]
["C1.7.1","Loading"]
[]
["C1.7.1.1","Loading from stockpile using machines and some hand labour where necessary","m3",1000]
[]
["C1.7.2.1","Hauling material for use in the Works and off-loading it on the site of the Works:","m3.km",500]
[]
[" Total Carried Forward To Summary"]
[]
["C2.0","SERVICES"]
[]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES"]
[]
["C2.1.6","Trench excavation (in soft material)"]
[]
["C2.1.6.1","Trenches up to 1,0 m wide"]
[]
[null,"(a) Up to 1,0 m deep","m³",{"$f":"50+50","v":100}]
[]
[null,"i) For proving of services ","m³",25]
[]
[" Total Carried Forward To Summary"]
[]
["C2.2","DRY SERVICES"]
[]
["C2.2.1","Supply, lay and prove ducts"]
[]
["C2.2.1.1","(a) 160mm class 6 uPVC ducts for water & electrical connections","m",{"$f":"100+80","v":180}]
[]
[null,"(b) 110mm class 6 uPVC ducts for Telkom & security","m",80]
[]
["C2.2.4","Bedding for ducts compacted to 90 % of MDD (100 % for sand) using material:"]
[]
["C2.2.4.1","Selected from the excavated trench material","m³",{"$f":"10+25","v":35}]
[]
["C2.4.3","Cable laying accessories (warning tape, protection slabs, markers etc.)"]
[]
["C2.4.3.3","Cable markers- Electrical ducts","No.",{"$f":"10+4","v":14}]
[]
[" Total Carried Forward To Summary"]
[]
["C3.0","DRAINAGE"]
[]
["C3.1","DRAINS"]
[]
["C3.1.1","Excavation for open drains: "]
[]
["C3.1.1.1","Excavating all material situated within the following depth ranges below the surface level using conventional methods: for open drains"]
[]
[null,"(a)(i) 0 m to 1,5 m for subsoils","m³",{"$f":"90+10","v":100}]
[]
[null,"(a)(ii) 0 m to 1,5 m for 600mm wide concrete lined V-drain","m³",270]
[]
[null,"(a)(iii) 0 m to 1,5 m for 600mm wide concrete lined V-drain Ch350 to CH520","m³",150]
[]
[null,"(a)(iv) 0 m to 1,5 m for 1300mm wide concrete channel","m³",100]
[]
[null,"i) Excavating and shaping of earth drains ","m",{"$f":"200","v":200}]
[]
[null,"ii) Formalisation of driveways ","m",100]
[]
[null,"iii) Excaving unsuitable materials from trench bottom and dispose (prov quantity)","m³",2.5]
[]
["C3.1.1.2","Extra over sub-item C3.1.1.1 for excavation in hard and boulder material irrespective of depth","m³",10]
[]
["C3.1.3","Excavation, clearing and disposal of accumulated sediment in existing lined drains and drainage systems:"]
[]
["C3.1.3.1","Using conventional methods (up to 1,5 m):"]
[]
[null,"(a) Manholes and inlet and outlet structures","m³",{"$f":"5+1","v":6}]
[]
[null,"(b) Culvert barrels","m³",{"$f":"13+1","v":14}]
[]
["C3.1.3.3","Using labour enhanced construction methods:"]
[]
[null,"(c) Concrete or other lined side drains","m³",5]
[]
["C3.1.4","Excavation and disposal of material for subsoil drainage systems:"]
[]
["C3.1.4.1","Excavating in all material situated within the following depth ranges below the surface:"]
[]
[null,"(a) 0 m to 1,5 m","m³",{"$f":"10+25","v":35}]
[]
["C3.1.5","Impermeable backfilling to subsoil drainage systems"]
[]
["C3.1.5.1","Un-stabilised natural gravel obtained from approved sources on the site","m3",10]
[]
["C3.1.7","Natural permeable material in subsoil drainage systems (approved crushed stone):"]
[]
["C3.1.7.2","Crushed stone obtained from commercial sources (coarse grade 19mm nominal size)","m³",{"$f":"25+7","v":32}]
[]
["C3.1.8","Natural permeable material in subsoil drainage systems (approved natural sand):"]
[]
["C3.1.8.2","Natural sand from commercial sources (coarse grade, 5mm nominal size)","m³",{"$f":"20+7","v":27}]
[]
["C3.1.9","Pipes in subsoil drainage systems:"]
[]
["C3.1.9.1","U-PVC pipes and fittings, normal duty, complete with couplings:"]
[]
[null,"(i) 110 mm internal dia. Slotted","m",{"$f":"250+50","v":300}]
[]
["C3.1.11","Geotextiles (synthetic-fibre filter fabric, grade A3)","m²",{"$f":"380+80","v":460}]
[]
["C3.1.15","Repairing or replacing existing drainage systems","No",2]
[]
["C3.1.22","Test flushing of subsoil drain pipe systems","No",{"$f":"5+2","v":7}]
[]
["C3.1.23","Subsoil drain outlet marker (type or drawing specified)","No",{"$f":"5+2","v":7}]
[]
[" Total Carried Forward To Summary"]
[]
["C3.2","CULVERTS"]
[]
["C3.2.1","Excavation for culvert structures:"]
[]
["C3.2.1.1","Excavating in all material situated within the following depth ranges below the surface level:"]
[]
[null,"(a) 0 m to 1,5 m","m³",300]
[]
["C3.2.1.5","Extra over sub-item C3.2.1.1 for excavation in stabilised existing road layers, irrespective of depth","m³",30]
[]
[null,"De-silt and clean existing pipe culverts and inlet/outlet structures"]
[]
[null,"i) 450mm dia. with spigot and socket joints","m",10]
[]
[null,"ii) 600mm dia. with spigot and socket joints","m",15]
[]
[null,"iii) 900mm dia. with spigot and socket joints","m",20]
[]
["C3.2.2","Backfilling:"]
[]
["C3.2.2.1","Using the excavated material","m³",250]
[]
["C3.2.2.2","Using imported selected material:"]
[]
[null,"(a) From commercial sources (clean coarse sand)","m³",20]
[]
["C3.2.3","Concrete pipe culverts:"]
[]
["C3.2.3.3","On Class C bedding (type and diameter indicated)"]
[]
[null,"(a) 450mm dia. Class 100D with spigot and socket joints for driveway crossings","m",30]
[]
[null,"(b) 600mm dia. Class 100D with spigot and socket joints","m",61]
[]
[null,"(c) 900mm dia. Class 100D with spigot and socket joints  ","m",25]
[]
["C3.2.7","Cast-in-situ concrete and formwork:"]
[]
["C3.2.7.5","In inlet and outlet structures including kerbs, chutes and downpipes, skewed ends, catchpits, manholes, thrust and anchor blocks, including formwork but including Class U2 surfacing finish, class 30/20 concrete","m³",10]
[]
["C3.2.9","Prefabricated concrete inlets and outlets to culverts (size and type indicated)\t"]
[]
[null,"ii) Energy disapators as per detail","No",90]
[]
[null,"iii) Inlet/outlet structure for a 450mm dia single pipe culvert for driveways as shown on layout plans","No",8]
[]
[null,"iv) Inlet/outlet structure for a 600mm dia single pipe culvert as shown on layout plans","No",7]
[]
[null,"v) Inlet/outlet structure for a 900mm dia single pipe culvert as shown on layout plans","No",2]
[]
["C3.2.10","Reinforcement:"]
[]
["C3.2.10.1","Mild steel bars","t",1]
[]
["C3.2.13","Removing and re-laying existing culverts:"]
[]
["C3.2.13.2","Removing and re-laying existing culverts without stacking (600mm dia single pipe)","m",20]
[]
["PSC3.2.28","Demolish existing Inlet/outlet structure for a 600mm dia single pipe culvert as shown on layout plans","No",4]
[]
["C3.2.15","Manholes and catch pits, with prefabricated elements"]
[]
[null,"Manholes"]
[]
[null,"i) Construct brick manholes complete as per detailed up to 2.0m deep ","No.",6]
[]
[null,"Catchpits"]
[]
[null,"i) Construct catchpit complete as per detailed "]
[]
[null,"a) Type S2 single splay ","No.",6]
[]
[null,"a) Type D3 double splay ","No.",1]
[]
["C3.2.16","Brickwork (Engineering bricks):"]
[]
["C3.2.16.2","230 mm thick - Headwall for 450mm dia Class 100D pipe Culverts","No.",8]
[]
["C3.2.16.2","230 mm thick - Headwall for 600mm dia Class 100D pipe Culverts","No.",7]
[]
["C3.2.16.3","345 mm thick - Headwall for 900mm dia Class 100D pipe Culverts","No.",2]
[]
["C3.2.23","Breaking into existing drainage structures and building in pipes or culverts of the following size (600mm dia)"]
[]
[null,"(i) Existing brickwork manholes\n","No",4]
[]
[" Total Carried Forward To Summary"]
[]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS"]
[]
["C3.3.1","Concrete kerbing:"]
[]
["C3.3.1.1","Prefabricated kerbing (reference to drawing as per KZN DOT SD SD0701/A):"]
[]
[null,"(a) Figure 12 kerb to sidewalk (including sealed silicone joints) class 30/20 concrete ","m",{"$f":"1000+100","v":1100}]
[]
["C3.3.2","Concrete kerbing-channeling combination:"]
[]
["C3.3.2.1","Prefabricated kerbing-channeling combination (including sealed silicone joints class 25/20 concrete):"]
[]
[null,"(a) Type B barrier kerb (Figure 6) class 30/20 with 400mm wide channel\n","m",900]
[]
[null,"(b) Type B barrier kerb (Figure 6) class 30/20 with 500mm wide channel\n","m",70]
[]
[null,"(c) Type B barrier kerb (Figure 6) class 30/20 with 1000mm wide channel to tie-into existing DOT kerb and channel\n","m",{"$f":"30+60","v":90}]
[]
[null,"(d) Mountable kerb (Figure 6) class 30/20 concrete ","m",1000]
[]
[null,"(e) Transition kerbs (Figure 6) class 30/20 concrete ","m",80]
[]
["C3.3.3","Extra over items C3.3.1 and C3.3.2 for concrete kerbing or concrete kerbing and channeling on curves:"]
[]
["C3.3.3.1","On curves of radii more than or equal to 5,0 m but less than 20,0 m","m",{"$f":"50+20","v":70}]
[]
["C3.3.3.2","On curves with radii more than or equal to 1,0 m but less than 5,0 m","m",{"$f":"30+20","v":50}]
[]
["C3.3.4","Extra over item C3.3.2 for drop kerbs at pedestrian crossings and driveways","m",20]
[]
["C3.3.6","Concrete chutes (open chutes):"]
[]
["C3.3.6.2","Cast in situ concrete chutes (Type 1365U as per KZN DOT SD 0605/A) ","m",{"$f":"100+10","v":110}]
[]
["C3.3.8","Linings for open drains:"]
[]
["C3.3.8.1","Cast-in-situ concrete lining class 30/20 for V-drain:"]
[]
[null,"(a) 600mm wide Concrete lined V-drain as per standard detail ","m³",{"$f":"20+3.5","v":23.5}]
[]
[null,"(a) 600mm wide Concrete lined V-drain (Ch350 to Ch520) as per standard detail ","m³",10]
[]
[null,"(b) 1300mm wide Concrete lined channel as per standard detail ","m³",6]
[]
["C3.3.8.2","Class U2 surface finish to cast-in-situ concrete for 600mm wide V-drain","m²",{"$f":"160+20","v":180}]
[]
[null,"Class U2 surface finish to cast-in-situ concrete for 600mm wide V-drain (Ch350 to Ch520)","m²",100]
[]
[null,"Class U2 surface finish to cast-in-situ concrete for 1300mm wide Concrete lined channel","m²",52]
[]
["C3.3.9","Formwork to cast-in-situ concrete lining for open drains (Class F2 surface finish):"]
[]
["C3.3.9.2","i) To sides with formwork on both internal and external faces (each face measured) for 600mm wide Concrete lined V-drain","m²",{"$f":"150+3","v":153}]
[]
[null,"i) To sides with formwork on both internal and external faces (each face measured) for 600mm wide Concrete lined V-drain (Ch350 to Ch520)","m²",100]
[]
[null,"ii) To sides with formwork on both internal and external faces (each face measured) for 1300mm wide Concrete lined channel","m²",52]
[]
["C3.3.9.3","i) To ends of slabs for 600mm wide Concrete lined V-drain","m²",{"$f":"15+3","v":18}]
[]
[null,"i) To ends of slabs for 600mm wide Concrete lined V-drain (Ch350 to Ch520)","m²",10]
[]
[null,"ii) To ends of slabs for 1300mm wide Concrete lined channel","m²",6]
[]
["C3.3.10","Sealed joints in concrete linings of open drains"]
[]
[null,"(a) 10mm thick expansion joints sealed with a closed cell polyethylene jointing material at 12m centres - SD0601 for 600mm wide Concrete lined V-drain","m",{"$f":"22+2","v":24}]
[]
[null,"(a) 10mm thick expansion joints sealed with a closed cell polyethylene jointing material at 12m centres - SD0601 for 600mm wide Concrete lined V-drain (Ch350 to Ch520)","m",10]
[]
[null,"(a) 10mm thick expansion joints sealed with a closed cell polyethylene jointing material at 12m centres - SD0601 for 1300mm wide Concrete lined channel","m",6]
[]
["C3.3.11","Concrete screed or backfill below chutes (75mm thickness, class 20/20 concrete)","m³",{"$f":"75+5","v":80}]
[]
["C3.3.12","Reinforcement:"]
[]
["C3.3.12.3","i) Welded steel fabric (mesh ref.193) for 600mm wide Concrete lined V-drain","m²",{"$f":"160+20","v":180}]
[]
[null,"i) Welded steel fabric (mesh ref.193) for 600mm wide Concrete lined V-drain (Ch350 to Ch520)","m²",100]
[]
[null,"i) Welded steel fabric (mesh ref.193) for 1300mm wide Concrete lined channel","m²",52]
[]
["C3.3.14","Cutting bituminous surfacing and pavement layers for concrete kerbing, channeling or concrete-lined drains","m",30]
[]
["C3.3.15","Energy dissipaters in outlet structures"]
[]
["C3.3.15.1","Precast concrete blocks in outlet structures","No",4]
[]
["C3.3.15.2","Stones set in outlet structures","m²",10]
[]
[" Total Carried Forward To Summary"]
[]
["C4.0","EARTHWORKS AND PAVEMENT LAYERS: MATERIALS"]
[]
["C4.2","CUT MATERIALS"]
[]
["C4.2.3","Excavating of materials in cuttings, material obtained from:"]
[]
["C4.2.3.1","Soft excavation","m³",{"$f":"200+8","v":208}]
[]
["C4.2.4.2","Boulder excavation class A","m³",5]
[]
["C4.2.3.4","Hard excavation (other than by blasting)","m³",{"$f":"25+2","v":27}]
[]
["C4.2.7","Removal of unsuitable stable cut material to spoil:"]
[]
["C4.2.7.1","In layer thicknesses of 200 mm and less","m³",{"$f":"5+2","v":7}]
[]
["PSC4.2.13","Subgrade improvement ","m³",200]
[]
[" Total Carried Forward To Summary"]
[]
["C4.3","EXISTING ROAD MATERIALS"]
[]
["C4.3.4","Saw-cutting existing materials within the following average depth ranges:"]
[]
["C4.3.4.1","Asphalt material:"]
[]
[null,"(a) Up to 50 mm","m",100]
[]
["C4.3.9","Excavating material by using conventional road construction equipment:"]
[]
["C4.3.9.2","Crushed stone materials","m³",{"$f":"10+5","v":15}]
[]
["C4.3.9.4","Natural gravel and sand materials","m³",{"$f":"20+10","v":30}]
[]
[null,"i) Suitable existing G5 material from site","m³",100]
[]
["C4.3.14.1","Removing of existing road edging using construction equipment:"]
[]
[null,"(a) Kerbing and edge beams:"]
[]
[null,"(i) Damaged In-situ concrete kerbing and edge beams","m³",40]
[]
[null,"(iii) Precast concrete kerbing (fig.6) and situ concrete channel (300mm wide)","m",65]
[]
["C4.3.15","Stockpiling of road layer materials:"]
[]
["C4.3.15.2","Crushed stone material","m³",6]
[]
["C4.3.15.4","Natural gravel material","m³",15]
[]
[null,"i) Suitable existing G5 material from site","m³",90]
[]
[" Total Carried Forward To Summary"]
[]
["C4.4","COMMERCIAL MATERIALS"]
[]
["C4.4.2","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers"]
[]
["C4.4.2.1","Pavement layer material:"]
[]
[null,"(b)(i) Type G2 material (for road base)","m³",{"$f":"1100+75","v":1175}]
[]
[null,"(b)(ii) Type G2 material (for sidewalk base)","m³",{"$f":"150+10","v":160}]
[]
[null,"(c) Type G5A material (for subbase)","m³",{"$f":"1200-D402+80","v":1180}]
[]
[null,"(d) Type G7 material for selected layer","m³",{"$f":"1280+85","v":1365}]
[]
["PSC4.4.8","i) Reuse suitable existing G5 material from site","m³",{"$f":"90+10","v":100}]
[]
["C4.4.2.5","Fill material in the earthworks:"]
[]
[null,"(c) Sand-Coarse graded sand to subgrade improvement (prov quantity)","m³",{"$f":"200+10","v":210}]
[]
[" Total Carried Forward To Summary"]
[]
["C5.0","EARTHWORKS & PAVEMENT LAYERS CONSTRUCTION"]
[]
["C5.1","ROADBED"]
[]
["C5.1.1","Roadbed construction and compaction:"]
[]
["C5.1.1.2","Compaction of in-situ material to 93 % of MDD (depth 150mm)","m³",{"$f":"1500+65","v":1565}]
[]
["C5.1.3","Excavate material to spoil sites designated by the Contractor:"]
[]
["C5.1.3.1","Excavate material to spoil from roadbed construction, material obtained from:"]
[]
[null,"(a) Soft excavation","m³",{"$f":"300+6","v":306}]
[]
[null,"i) For boxing out of layerworks","m³",5500]
[]
[" Total Carried Forward To Summary"]
[]
["C5.2","FILL"]
[]
["C5.2.2","Fill construction:"]
[]
["C5.2.2.1","Normal fill material in compacted layer thicknesses of 200 mm and less:"]
[]
[null,"(b) Compacted to 95% of MDD","m³",{"$f":"4950+5","v":4955}]
[]
[null,"(i) Imported fill and compact to 95% MDD","m³",{"$f":"700+130","v":830}]
[]
[" Total Carried Forward To Summary"]
[]
["C5.3","ROAD PAVEMENT LAYERS"]
[]
["C5.3.2","Construction of pavement layers:"]
[]
["C5.3.2.1","Construction of layers using conventional construction methods:"]
[]
[null,"(g) G7 Gravel wearing course layer (150mm thickness ) compacted to 93% of MDD","m³",{"$f":"1280+85","v":1365}]
[]
[null,"(o) G5A crushed rock/boulder subbase layer (150mm thickness) compacted to 95% of MDD","m³",{"$f":"1200+70","v":1270}]
[]
[null,"(X) i) G2 crushed stone base layer (150mm thickness ) compacted to 98% of BD (Road Section)","m³",{"$f":"1100+75","v":1175}]
[]
[null,"(X) i) G2 crushed stone base layer (150mm thickness ) compacted to 98% of BD (For Sidwalk)","m³",{"$f":"150+10","v":160}]
[]
[null,"(X) i) G2 crushed stone base layer (120mm thickness ) compacted to 98% of MDD (For driveway access)","m³",90]
[]
["PSC5.3.13","Reuse existing G5 from site","m³",10]
[]
[" Total Carried Forward To Summary"]
[]
["C8.0","PRETREATMENT AND REPAIR EXISTING LAYERS"]
[]
["C8.1","PRIME COAT"]
[]
["C8.1.1","Prime coat:"]
[]
["C8.1.1.2","MC - 30 cut-back  bitumen emulsion @ 0.8l/m³ Type MSP1","ℓ",{"$f":"5200+750","v":5950}]
[]
["C8.1.3","Extra over item C8.1.1 for applying the prime coat accessible only to hand-held or light equipment","ℓ",{"$f":"520+75","v":595}]
[]
["C8.1.2","Aggregate for blinding"]
[]
["C8.1.2.1","Natural sand","m³",{"$f":"5+2","v":7}]
[]
[" Total Carried Forward To Summary"]
[]
["C9.0","ASPHALT LAYERS"]
[]
["C9.1","ASPHALT LAYERS"]
[]
["C9.1.1","Asphalt mix designs"]
[]
["C9.1.1","Stone skeletal mixes:"]
[]
["C9.1.1 (a)","Continuously graded base MC - 30 cut-back  bitumen (40mm - 100mm thickness, binder content 5.0 to 6.5%. 26.5mm maximum aggregate size using 50/70 penetration grade bitumen (Incl. haulage)","Lump Sum",1,{"v":20000,"d":"20,000.00"},{"$f":"E484*D484","v":{"v":20000,"d":"20,000.00"}}]
[]
["C9.1.3","Application of bond coat:"]
[]
["C9.1.3.1","Stable – grade 30 % net bitumen emulsion as specified. Applied with a calibrated distributer","ℓ",{"$f":"5200+750","v":5950}]
[]
["C9.1.5","Asphalt surfacing:"]
[]
["C9.1.5.1","New construction:"]
[]
[null,"(e) Continuously graded asphalt wearing course MC - 30 cut-back  bitumen (40mm thick, binder content 5.0 to 6.5%)","m²",{"$f":"6500+350","v":6850}]
[]
[null,"(e) Continuously graded asphalt wearing course MC - 30 cut-back  bitumen (30mm thick, binder content 5.0 to 6.5%) for driveway access","m²",560]
[]
[null,"(e) Continuously graded asphalt wearing course MC - 30 cut-back  bitumen for sidewalk (25mm thick,binder content 5.0 to 6.5%)","m²",{"$f":"1000+60","v":1060}]
[]
["PSC9.1.17","Speed hump as per detail","No.",10]
[]
[" Total Carried Forward To Summary"]
[]
["C11.0","ANCILLARY ROAD WORKS"]
[]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION"]
[]
["C11.1.1.1","Excavating foundation trenches in soft material using labour enhanced construction methods 0 m to 1,0 m depth","m³",10]
[]
["C11.1.2","Stone pitching:"]
[]
["C11.1.2.2","Grouted stone pitching with mortar","m²",50]
[]
["C11.1.6","Concrete edge beams (Class 15/30)","m³",50]
[]
[" Total Carried Forward To Summary",{"$nulls":4},{"$f":"SUM(F506:F515)","v":0}]
[]
["C11.2","NON-STRUCTURAL GABIONS"]
[]
["C11.2.1","Foundation trench excavation:"]
[]
["C11.2.1.1","Excavating all material situated within the following depth ranges below the surface level:"]
[]
[null,"(a) 0 m to 1,5 m","m³",130]
[]
["C11.2.2","Surface preparation for bedding the gabion boxes and mattresses","m²",330]
[]
["C11.2.3","Gabion boxes and mattresses:"]
[]
["C11.2.3.2","PVC coated gabion boxes "]
[]
[null,"(b) 1 m wide by 1,0 m deep, mesh size 80 x 100, 2,7mm diameter mesh wire and diaphragms at 1m c/c"]
[]
[null,"(i) 2.0 m long","m³",80]
[]
["C11.2.3.4","PVC-coated gabion mattresses (mesh size 60 x 80, 2,5mm diameter mesh wire and diaphragms at 1m c/c)\r\n"]
[]
[null,"(i) 1,0m diaphragm spacing, 6,0m long by 2,0m wide by 0,3m deep","m³",50]
[]
["C11.2.4","Geotextile (Grade A3)","m²",350]
[]
[" Total Carried Forward To Summary"]
[]
["C11.4","ROAD RESTRAINT SYSTEMS"]
[]
["C11.4.1","Erecting of guardrails at 3,81 m spacing:"]
[]
["C11.4.1.1","Complete galvanized system compliant to SANS 1350:"]
[]
[null,"(a) On timber posts ","m",200]
[]
[null,"(d) Extra over C11.4.1.1(a) and C11.4.1.1(b) for excavating holes of posts using labour enhanced methods (soft and intermediate)","m",20]
[]
["C11.4.1.2","Terminal sections for 3,81 guardrails comprising of:"]
[]
[null,"(a) End wings to SANS 1350","No",10]
[]
["C11.4.5.3","Extra over C11.4.5.1 and C11.4.5.2 for excavating holes of posts using labour enhanced methods","No",5]
[]
["C11.4.6","Reflective plates:"]
[]
["C11.4.6.2","Plastic plates","No",20]
[]
[" Total Carried Forward To Summary"]
[]
["C11.5","FENCING"]
[]
["C11.5.3","Moving and relocating existing fences and gates:"]
[]
["C11.5.3.1","Fences:"]
[]
[null,"(d) Security fences (Boundary fence)","km",0.35]
[]
[null,"(d) Security fences (wire fence)","km",0.5]
[]
["C11.5.3.2","Gates (driveway gate 3.6m wide by 1.2m high)","No",5]
[]
[" Total Carried Forward To Summary"]
[]
["C11.6","ROAD SIGNS"]
[]
["C11.6.1","Road signboards with painted or coloured semi-matt background. Symbols, lettering  and borders in semi- matt black or in Class I retro-reflective material, where the sign board is constructed from:"]
[]
["C11.6.1.1","Aluminium sheet (2,0 mm thick):"]
[]
[null,"(a) Area 0 to 0,5 m²","m²",{"$f":"10+1","v":11}]
[]
[null,"(b) Area exceeding 0,5 m² but not 2,0 m²","m²",{"$f":"8+2.5","v":10.5}]
[]
["C11.6.3","Road sign supports (overhead road sign structures excluded):"]
[]
["C11.6.3.2","Timber Posts treaded (100-125mm dia, 3.6mm long each) including instal","No",{"$f":"20+3","v":23}]
[]
["C11.6.5","Excavation and backfilling for road sign supports (not applicable to kilometre posts):"]
[]
["C11.6.5.1","Excavating soft material and backfilling","m³",{"$f":"10+2","v":12}]
[]
["C11.6.5.3","Extra over item C11.6.5.1 for cement-treated soil "]
[null,"backfill","m³",{"$f":"3+0.5","v":3.5}]
[]
["C11.6.7.1","Dismantling, storing and re-erecting road signs with a surface area of:"]
[]
[null,"(b) Area exceeding 0,5 m2 but not 2,0 m²","No",{"$f":"2+2","v":4}]
[]
["C11.6.8","Danger plates at culverts/structures"]
[]
["C11.6.8.2","(c)  800 mm x 200 mm","No",{"$f":"20+2","v":22}]
[]
[null,"(b) Double sided delineator, reversible left or right (800mm high x 200mm wide) for speed humps (TW401 & TW402) as per KZN DOT SD1303/B","No",{"$f":"20","v":20}]
[]
["PSC11.6.12","Reinstall existing DoT Road Marker ","No",1]
[]
[" Total Carried Forward To Summary"]
[]
["C11.7","ROAD MARKINGS AND ROAD STUDS"]
[]
["C11.7.2","Retro-reflective road marking:"]
[]
["C11.7.2.1","White lines broken or unbroken (paint type and width of line indicated)"]
[]
[null,"(a) White lines"]
[]
[null,"(i) 100 mm wide","km",{"$f":"1+0.02","v":1.02}]
[]
[null,"(ii) 150 mm wide","km",0.05]
[]
[null,"(iii) 500 mm wide STOP lines"," km",0.01]
[]
["C11.7.2.4","White lettering and symbols (paint type indicated)","m²",50]
[]
["C11.7.2.7","Transverse lines, painted island and arrestor bed markings (any colour)"," m²",{"$f":"10+2","v":12}]
[]
["C11.7.5","Variations in rate of application:"]
[]
["C11.7.5.1","White paint","l",{"$f":"2+2","v":4}]
[]
["C11.7.7","Road studs:"]
[]
["C11.7.7.1","Permanent road studs "]
[]
[null,"(i) Yellow/Red shanked (SANS 1463-1 and 1463-2 approved ) ","No",{"$f":"115+45","v":160}]
[]
["C11.7.7.7","Installation only of surface bonded road studs with anchor shanks","No",{"$f":"115+45","v":160}]
[]
["C11.7.8","Setting out and premarking the lines (excluding traffic island markings, lettering and symbols)","km",{"$f":"1+0.03","v":1.03}]
[]
["PSC11.7.12","Setting out and premarking the lines (including traffic island markings, lettering and symbols)","m²",52]
[]
["C11.7.9","Re-establishing the painting unit during the defects notification period and at other instances on instruction of the Engineer","No",{"$f":"5+1","v":6}]
[]
[" Total Carried Forward To Summary"]
[]
["C11.8","LANDSCAPING AND PLANTING PLANTS"]
[]
["C11.8.3","Preparing the areas for grassing:"]
[]
["C11.8.3.3","Topsoiling within the road reserve where the following materials are used:"]
[]
[null,"(a) Topsoil obtained from within the road reserve or borrow areas","m²",{"$f":"500+50","v":550}]
[]
["C11.8.4","Grassing:"]
[]
["C11.8.4.5","Hand sowing"]
[]
[null,"(a) Hand planting (Runners)","m²",{"$f":"1000+100","v":1100}]
[]
[" Total Carried Forward To Summary"]
[]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS"]
[]
["C11.9.1","Finishing the road and road reserve:"]
[]
["C11.9.1.2","Single carriageway road"," km",{"$f":"1+0.1","v":1.1}]
[]
[" Total Carried Forward To Summary"]

{"sheet":"Summary","index":2,"n_rows":51,"n_cols":8,"rows_kept":51,"merged":[[49,0,49,1]]}
["UMDONI LOCAL MUNICIPALITY"]
["Upgrade of Emaromeni Access Road (Ward 14) from Gravel to Asphalt Surface"]
["Contract № "]
[]
["SUMMARY OF SECTIONS"]
[]
["CHAPTER","DESCRIPTION","AMOUNT"]
[]
["SECTION 1: FIXED CHARGE AND VALUE RELATED ITEMS"]
["C1.2","GENERAL REQUIREMENTS AND PROVISIONS",{"$f":"General.!F72","v":0}]
["C1.3","CONTRACTOR'S ESTABLISHMENT ON SITE AND GENERAL OBLIGATIONS",{"$f":"General.!F88:F88","v":0},{"$nulls":3},{"$f":"C42-C10-C11-C12-C13-C14-C15","v":0},{"$f":"G11*0.1","v":0}]
["C1.4","FACILITIES FOR THE ENGINEER",{"$f":"General.!F154","v":0}]
["C1.5","ACCOMMODATION OF TRAFFIC",{"$f":"General.!F180","v":0}]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"$f":"General.!F190","v":0}]
["C20.1","TESTING MATERIALS AND JUDGEMENT OF WORKMANSHIP",{"$f":"General.!F212","v":0}]
[null,"SUB TOTAL A",{"$f":"SUM(C10:C15)","v":0}]
["SECTION 3: EMAROMENI ACCESS ROAD"]
["C1.6","CLEARING AND GRUBBING",{"$f":"Road!F40","v":0}]
["C1.7","LOADING AND HAULING",{"$f":"Road!F50","v":0}]
["C2.1","GENERAL REQUIREMENTS AND TRENCHING FOR SERVICES",{"$f":"Road!F64","v":0}]
["C2.2","DRY SERVICES",{"$f":"Road!F82","v":0}]
["C3.1","DRAINS",{"$f":"Road!F152","v":0}]
["C3.2","CULVERTS",{"$f":"Road!F240","v":0}]
["C3.3","CONCRETE KERBING AND CHANNELING, ASPHALT BERMS, CHUTES, DOWNPIPES, CONCRETE, STONE PITCHED AND GABION LININGS FOR OPEN DRAINS",{"$f":"Road!F332","v":0}]
["C4.2","CUT MATERIALS",{"$f":"Road!F352","v":0}]
["C4.3","PRETREATMENT AND REPAIR EXISTING LAYERS",{"$f":"Road!F386","v":0}]
["C4.4","COMMERCIAL MATERIALS",{"$f":"Road!F408","v":0}]
["C5.1","ROADBED",{"$f":"Road!F426","v":0}]
["C5.2","FILL",{"$f":"Road!F438","v":0}]
["C5.3","ROAD PAVEMENT LAYERS",{"$f":"Road!F458","v":0}]
["C8.1","PRIME COAT",{"$f":"Road!F474","v":0}]
["C9.1","ASPHALT LAYERS",{"$f":"Road!F502","v":0}]
["C11.1","PITCHING, STONEWORK, CAST IN SITU CONCRETE FOR PROTECTION AGAINST EROSION",{"$f":"Road!F516","v":0}]
["C11.2","NON-STRUCTURAL GABIONS",{"$f":"Road!F542","v":0}]
["C11.4","ROAD RESTRAINT SYSTEMS",{"$f":"Road!F564","v":0}]
["C11.5","FENCING",{"$f":"Road!F578","v":0}]
["C11.6","ROAD SIGNS",{"$f":"Road!F613","v":0}]
["C11.7","ROAD MARKINGS AND ROAD STUDS",{"$f":"Road!F651","v":0}]
["C11.8","LANDSCAPING AND PLANTING PLANTS",{"$f":"Road!F667","v":0}]
["C11.9","FINISHING THE ROAD AND ROAD RESERVE AND TREATING OLD ROADS",{"$f":"Road!F675","v":0}]
[null,"SUB TOTAL C",{"$f":"SUM(C18:C40)","v":0}]
[null,"NETT TENDER VALUE (A,B & C)",{"$f":"C41+C16","v":0}]
["Add:","10% CONTINGENCIES",{"$f":"C42*0.1","v":0}]
[null,"NETT TENDER VALUE (INCL CONTINGENCIES)",{"$f":"C42+C43","v":0}]
["Add:","VAT @ 15% ",{"$f":"C44*0.15","v":0}]
[null,"TENDER SUM TOTAL",{"$f":"C44+C45","v":0}]
[]
["COMPANY NAME     :    …………………………..…………………..………………………..",null,"(Block Capitals)"]
[]
["SIGNATURE             :    …………………………..…………………..………..…..…..…..…..",null,"DATE: ..........................."]
[null,"                            (of person authorised to sign on behalf of the Tenderer)"]